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HomeMy WebLinkAboutPlans Applicant 12/4/2023G0.0 Drawing name: 22-7932 SiteReview.dwgSaved on: Nov 14, 2023@ 8:38amSHEET REVISIONS date by job drawn date checked filed 22-7932 11/14/23 MAC CLM 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com OREGON 77009 RENEWS: 12/31/23MICH AEL A L A N COXREGISTE R E D PROFE S S I ONALEN G I N E E RJ U NE 1 , 2 0 11TAX MAP 17023442; LOT 4100SITE REVIEW PLAN FOR: PARKING LOT EXPANSION6364 MAIN STREETTHURSTON COMMUNITY BAPTIST CHURCH SPRINGFIELD. OR 97478SITE PLAN REVIEW PLANS FOR: PARKING LOT EXPANSION THURSTON COMMUNITY BAPTIST CHURCH TITLE SHEET, COVER SHEET 1 SCALE: NOT TO SCALE 1 G0.0 VICINITY MAP NPROJECT AREA: 6364 MAIN STREET 5of G G FH(E) 30'-0"(E) 30'-0"(E) 60'-0" R.O.W.FHDrawing name: 22-7932 SiteReview.dwgSaved on: Nov 14, 2023@ 11:13amSHEET REVISIONS date by job drawn date checked filed 22-7932 11/14/23 MAC CLM 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com OREGON 77009 RENEWS: 12/31/23MICH AEL A L A N COXREGISTE R E D PROFE S S I ONALEN G I N E E RJ U NE 1 , 2 0 11TAX MAP 17023442; LOT 4100SITE REVIEW PLAN FOR: PARKING LOT EXPANSION6364 MAIN STREETTHURSTON COMMUNITY BAPTIST CHURCH SPRINGFIELD. OR 97478C1.0C1.0 EXISTING SITE CONDITIONS PLAN 0 15'90' SCALE: 1" = 30'-0" 30'60' 1 C1.0 EXISTING SITE CONDITIONS PLAN NSITE PLAN & DIMENSIONS BASED ON RECORD PLANS & GOOGLE EARTH IMAGERY. DIMENSIONS TO BE VERIFIED WHERE REQUIRED. 1 C2.0 PROJECT AREA TIME OF TRAVEL: "20-99 COMBINED ZOC", PER THE MAY 2019 STANDARD WELLHEAD PROTECTION MAP (E) CHAINLINK FENCING & LANDSCAPING, INCLUDING PERIMETER TREES, TO REMAIN, TYP. (E) VISION CLEARANCE TRIANGLE, TYP. (E) SITE & STREET UTILITY ELEMENTS, TYP. (E) OVERHEAD WIRES, TYP. (E) LED STREET LIGHTING, TYP. (E) MAILBOXES, TYP. (E) FIRE HYDRANT, TYP. (E) GRASSY SWALE, TO BE REMOVED (E) 4' TALL RAILROAD TIE RETAINING WALL, FENCING & LANDSCAPE SCREEN TO REMAIN. (E) LED STREET LIGHTING, TYP. APPROXIMATE LINE OF "ZONE OF CONCENTRATION" (E) SIDEWALK SALEM-URBAN LAND COMPLEX COBURG-URBAN LAND COMPLEX COBURG-URBAN LAND COMPLEX COURTNEY GRAVELLY SILTY CLAY LOAM 0 50'300' SCALE: 1" = 100'-0" 100'200' 2 C1.0 SITE SOIL TYPES NSOURCE: https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx MAP UNIT: 119 MAP UNIT: 32 MAP UNIT: 2224A MAP UNIT: 32 DEVELOPMENT AREAS PROJECT SITE: 6364 MAIN STREET EXISTING AREAS PROPOSED AREAS 1 IMPERVIOUS: GRADE AREA ASPHALT DRIVE AREAS 18,525 SQ. FT.29,714 SQ. FT. CONCRETE WALKS & CURBS 4,321 SQ. FT.4,556 SQ. FT. SUBTOTAL 22,846 SQ. FT.34,270 SQ. FT. 2 IMPERVIOUS: ROOF AREA BUILDING: CHURCH 5,038 SQ. FT.5,038 SQ. FT. BUILDING: MULTI-PURPOSE 4,000 SQ. FT.4,000 SQ. FT. SUBTOTAL 9,038 SQ. FT.9,038 SQ. FT. TOTAL IMPERVIOUS AREA 31,884 SQ. FT.43,308 SQ. FT. 3 PERVIOUS: GRADE AREA GRAVEL: DRIVEWAY 2,701 SQ. FT.0 SQ. FT. SUBTOTAL 2,701 SQ. FT.0 SQ. FT. 4 PERVIOUS: LANDSCAPE AREA LANDSCAPING: GENERAL 16,432 SQ. FT.8,055 SQ. FT. LANDSCAPING: PARKING ISLANDS 0 SQ. FT.674 SQ. FT. LANDSCAPING: PARKING PERIMETER 4,355 SQ. FT.4,355 SQ. FT. SUBTOTAL 20,787 SQ. FT.13,084 SQ. FT. 5 PERVIOUS: STORMWATER TREATMENT AREA INFILTRATION: SWALES 1,964 SQ. FT.0 SQ. FT. INFILTRATION: RAINGARDENS 0 SQ. FT.944 SQ. FT. SUBTOTAL 1,964 SQ. FT.944 SQ. FT. TOTAL PERVIOUS AREA 25,452 SQ. FT.14,028 SQ. FT. TOTAL SITE AREA 57,336 SQ. FT.57,336 SQ. FT. 1.32 ACRES 1.32 ACRES 0° 2 5of 1.GROUNDWATER SHOWN TO BE AT APPROXIMATELY 14 FEET BELOW GROUND SURFACE. SEE WELL LOGS IN STORMWATER REPORT APPENDICES. EXISTING CONDITIONS NOTES: Drawing name: 22-7932 SiteReview.dwgSaved on: Nov 14, 2023@ 1:41pmSHEET REVISIONS date by job drawn date checked filed 22-7932 11/14/23 MAC CLM 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com OREGON 77009 RENEWS: 12/31/23MICH AEL A L A N COXREGISTE R E D PROFE S S I ONALEN G I N E E RJ U NE 1 , 2 0 11TAX MAP 17023442; LOT 4100SITE REVIEW PLAN FOR: PARKING LOT EXPANSION6364 MAIN STREETTHURSTON COMMUNITY BAPTIST CHURCH SPRINGFIELD. OR 97478C2.0 SITE DEVELOPMENT PLAN 0 5'30' SCALE: 1" = 10'-0" 10'20' 1 C2.0 SITE DEVELOPMENT PLAN NREMOVE (E) SIDEWALK & PAVING AS NEEDED FOR SMOOTH GRADE TRANSITION. INSTALL NEW ASPHALT PAVING. PROPOSED SOUTH STORMWATER INFILTRATION RAINGARDEN, SEE DETAIL 2, C4.0 (E) VISION CLEARANCE TRIANGLE, TYP. (E) SITE & STREET UTILITY ELEMENTS, TYP. (E) MAILBOXES (E) FIRE HYDRANT, TYP. NEW SITE LIGHTING FIXTURES (4), DESIGN- BUILD BY ELECTRICAL CONTRACTOR, TYP. FIXTURE NOT TO EXCEED 12'-0" HIGH, LIGHTING SHALL NOT ILLUMINATE ADJACENT PROPERTIES PROPOSED CANOPY TREES & SHRUBS, DESIGN-BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPING SHALL BE COMPATIBLE W/ STORMWATER TREATMENT FACILITY & SHALL MEET CHAPTER 4.4 OF SPRINGFIELD DEVELOPMENT CODE, DISTRIBUTED THROUGHOUT (E) 4' TALL RAILROAD TIE RETAINING WALL, FENCING & LANDSCAPE SCREEN TO REMAIN. PROPOSED LANDSCAPE PLANTERS, TYP. PROPOSED 6" STORMWATER LINE PROPOSED 6" PERFORATED STORMWATER LINE, TYP. PROPOSED 6" PERFORATED STORMWATER LINE, TYP. PROPOSED 6" STORMWATER OVERFLOW ORIFICED RISERS (3 EACH) PROPOSED 6" STORMWATER CLEANOUTS (2 EACH) PROPOSED 6" CONNECTION TO EXISTING PUBLIC CATCH BASIN PROPOSED 6" STORMWATER CLEANOUT PROPOSED 12" STORAGE AGGREGATE EXTENDING TO THE BOTTOM OF THE EXISTING STORM FACILITY. CONTRACTOR TO EXCAVATE 12" AND SCARIFY EXISTING FACILITY AND INSTALL 24" DRAIN ROCK. SEE NORTH RAINGARDEN DETAIL INFILTRATION TEST LOCATIONS 3 5of PROPOSED 4" PERFORATED STORMWATER LINE, TYP. PROPOSED NORTH STORMWATER INFILTRATION RAINGARDEN, SEE DETAIL 2, C4.0 PROPOSED 4' PEDESTRIAN ACCESS WAY 1.ALL FLOW LINE ELEVATIONS TO BE VERIFIED BY CONTRACTOR. STORMWATER NOTES: PROTECT EXISTING RAMP AND SIDEWALK Drawing name: 22-7932 SiteReview.dwgSaved on: Nov 14, 2023@ 1:43pmSHEET REVISIONS date by job drawn date checked filed 22-7932 11/14/23 MAC CLM 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com OREGON 77009 RENEWS: 12/31/23MICH AEL A L A N COXREGISTE R E D PROFE S S I ONALEN G I N E E RJ U NE 1 , 2 0 11TAX MAP 17023442; LOT 4100SITE REVIEW PLAN FOR: PARKING LOT EXPANSION6364 MAIN STREETTHURSTON COMMUNITY BAPTIST CHURCH SPRINGFIELD. OR 97478C3.0 GRADING & PAVING PLAN 0 5'30' SCALE: 1" = 10'-0" 10'20' 1 C3.0 PAVING & GRADING PLAN N3" LEVEL 2 HMAC OVER 8" COMPACTED 3 4"-0 AGGREGATE EXISTING ASPHALT WHEEL STOPS FOR ALL PARKING STALLS, TYP. 6" CONCRETE CURBS WITH CURB CUTS ADJACENT TO RAINGARDENS. PEA GRAVEL OR DRAIN ROCK SPLASH PADS AT ALL CURB CUTS 18'X9' PARKING STALLS. STRIPE PER ODOT STANDARD SPECIFICATIONS, TYP. 6" CONCRETE CURBS WITH CURB CUTS ADJACENT TO RAINGARDENS. PEA GRAVEL OR DRAIN ROCK SPLASH PADS AT ALL CURB CUTS 4' WIDE STRIPED PEDESTRIAN ACCESS WAY. STRIPE PER ODOT STANDARD SPECIFICATIONS. 4 5of 1.EXISTING CONDITIONS ELEVATIONS WERE SURVEYED USING NGVD29 DATUM. 2.ALL ELEVATIONS TO BE VERIFIED BY CONTRACTOR. VERTICAL DATUM NOTES: 1.APPROXIMATE CUT = 520 CY 2.APPROXIMATE FILL = 500 CY CUT-FILL NOTES SCALE: NOT TO SCALE 2 C4.0 NORTH RAINGARDEN SECTION SEE NOTE 4 6"MAX.3'-0"1'-6"1'-6" 6'-0"2'-0"1'-0"6"6" 3" LEVEL 2 HMAC 6" OVERFLOW W/ GRATE (3) 6" CURB @ ASPHALT W/ 1'-0" CURB CUTS AT 5'-0" O.C. 6" PERF. PIPE TO MAIN LINE. SEE STORMWATER PLAN.2"2" FREEBOARD, MIN. 24" MIN. DRAIN ROCK FILTER FABRIC 12" MIN. GROWING MEDIUM6"6"AGGREGATE BASE AS REQ'D, TYP. 6" CURB @ ASPHALT W/ 1'-0" CURB CUTS AT 5'-0" O.C. 1.REFER TO SITE DEVELOPMENT AND GRADING PLANS FOR ELEVATIONS. 2.DRAIN ROCK IS 3/4" - 2 1/2" WASHED ROCK. 3.GROWING MEDIUM TO BE IMPORTED TOP SOIL OR AMENDED TOP SOIL. 4.INSTALL WASHED PEA GRAVEL OR DRAIN ROCK AT ALL CURB CUTS AND INLETS TO TRANSITION INTO INFILTRATION GARDENS. 5.SEE LANDSCAPING PLANS FOR VEGATION AND PLANTING PLAN. CONSTRUCTION NOTES: SCALE: NOT TO SCALE 1 C4.0 SOUTH RAINGARDEN SECTION SEE NOTE 46"MAX.3'-0"1-6"1'-6" 6'-0"1'-0"EXISTING ASPHALT 6" OVERFLOW W/ GRATE (3) 6" PERF. PIPE TO MAIN LINE. SEE, C2.02"2" FREEBOARD, MIN. 24" MIN. DRAIN ROCK FILTER FABRIC 12" MIN. GROWING MEDIUM6"6"AGGREGATE BASE AS REQ'D, TYP. 6" CURB @ ASPHALT W/ 1'-0" CURB CUTS AT 5'-0" O.C. 12" MIN. DRAIN ROCK EXTENDING TO BOTTOM OF EXISTING SWALE. SEE PLAN FILTER FABRIC 4" PERF. PIPES (4), SEE C2.0 2'-0"Drawing name: 22-7932 SiteReview_Details.dwgSaved on: Nov 14, 2023@ 11:02amSHEET REVISIONS date by job drawn date checked filed 22-7932 11/14/23 MAC CLM 2350 Oakmont Way, Suite 105 Eugene, Oregon 97401 (541) 485-8383 FAX (541) 485-8384 www.sswengineers.com OREGON 77009 RENEWS: 12/31/23MICH AEL A L A N COXREGISTE R E D PROFE S S I ONALEN G I N E E RJ U NE 1 , 2 0 11TAX MAP 17023442; LOT 4100SITE REVIEW PLAN FOR: PARKING LOT EXPANSION6364 MAIN STREETTHURSTON COMMUNITY BAPTIST CHURCH SPRINGFIELD. OR 97478C4.0 STORMWATER DETAILS 5 5of LANDSCAPE ARCHITECTURE & DESIGN 2150 University St. Eugene, Oregon 97403 Phone:(541) 484-7367 Email:info@stangelandlandscape.com Web:www.stangelandlandscape.com®SYMBOLQTYBOTANICAL / COMMON NAMECONTTREESSHRUBSSYMBOLQTYBOTANICAL / COMMON NAMECONTSPACINGGROUND COVERS® ® STORMWATER Thurston Baptist ChurchDesignerMarcus MiddletonDate10/06/2023ScaleTo ScaleDrawing No.SummaryScheduleSymbol Label QTY Manufacturer CatalogA0 LIGHT EFFICIENTDESIGN, LLCSL-SAL-OG-30WB4 LIGHT EFFICIENTDESIGNSL-SAL-OG-30W0.10.10.10.10.10.10.10.10.20.20.20.10.10.10.10.10.10.10.20.20.30.30.30.30.30.20.20.10.10.10.10.20.30.30.40.40.40.40.40.40.40.40.40.30.30.20.10.20.60.80.90.80.80.70.50.40.50.60.70.80.80.70.60.30.10.10.71.41.71.51.31.10.70.50.40.50.70.91.11.31.51.40.80.20.41.52.62.62.01.51.10.80.50.40.50.70.91.31.72.32.31.60.30.42.24.33.82.51.61.10.80.60.50.50.71.01.42.13.13.82.50.60.33.66.75.13.11.81.20.80.60.50.50.71.01.52.54.26.24.50.64.35.93.21.91.20.80.60.40.50.71.11.62.74.98.36.90.30.23.46.85.13.01.81.20.80.60.50.60.81.11.62.74.67.35.50.60.31.94.13.72.41.61.10.80.60.50.60.81.01.52.33.64.83.60.80.10.21.32.52.61.91.41.00.80.60.50.60.71.01.42.02.73.02.20.60.10.10.71.51.71.51.31.00.70.60.50.60.81.01.31.61.91.81.20.30.10.30.60.90.90.90.80.70.60.60.60.81.01.11.21.10.90.50.30.20.10.20.30.40.50.60.60.60.60.70.80.80.80.70.70.60.40.40.30.10.20.30.40.50.50.60.60.70.80.70.70.70.70.60.60.60.50.10.30.50.60.60.60.60.60.60.60.70.90.90.90.90.90.90.90.80.10.40.91.21.31.11.00.80.60.40.50.71.01.21.21.21.31.31.31.20.20.92.12.21.91.51.20.80.50.40.40.61.11.41.71.92.12.12.01.70.21.63.53.52.41.71.20.80.50.30.30.51.11.82.33.03.73.73.52.50.22.86.45.13.01.81.20.80.50.30.30.41.12.03.14.86.26.75.23.53.98.45.93.31.91.20.80.50.30.20.30.81.73.04.87.38.25.53.20.14.17.85.53.11.81.20.80.50.20.10.10.30.81.42.02.63.01.81.20.32.65.34.52.61.61.10.80.50.30.10.10.10.10.30.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.00.00.0 0.00.0 0.0 0.00.00.0 0.00.08.8Plan ViewScale - 1" = 25ftNote1. Layout represents a mounting height of 10 feet2. fixtures angled on 15 degrees3. fixtures are ~80% light output4. Avg FC 1.25. Max FC 8.8StatisticsDescription Symbol Avg Min Max/Min Avg/Min MaxCalc Zone #4 1.2 fc 0.0 fc N/A N/A 8.8 fc Thurston Baptist ChurchDesignerMarcus MiddletonDate10/06/2023ScaleTo ScaleDrawing No.SummaryView #2 Thurston Baptist ChurchDesignerMarcus MiddletonDate10/06/2023ScaleTo ScaleDrawing No.SummaryView #3